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HomeMy WebLinkAbout0182 PITCHER'S WAY - Health 182 Pitcher's Way Hyannis P A 289 166 '- P a # a A o �� :: . _ k � o i t N a �, e I �� I e 0 I ' � �— _ - ....�. TOWN OFttBrARNSTABLE YV LOCATION /�pZ �i �� k, SEWAGE# .DO 13 f VILLAGE ASSESSOR'S MAP&PARCEL 0?9 INSTALLER'S NAME&PHONE NO.[��i,,;le Erl�e✓d�risPS LLC• `S�r SEPTIC TANK CAPACITY /CM s � LEACHING FACILITY.(type) a (size) //,Fj � 5_ NO.OF BEDROOMS 3 . OWNER , 5 h. PERMIT DATE,: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility i Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within ✓ 300 feet of leaching facility) Feet FURNISHED BY e c - i A-4=,5/+ (3-6 ?k,8 B-6=71' -o c--1 13, T b � � c�t L No. � Fee �(� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:;" Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pplitation for Mioont ibpgtim Construction Permit Application for a Permit to Construct( )Repair( k)Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. 1$a_ Z't Z��'S Owner's Name,Address and Tel.No. 1'41f�vAJ!$ .Tu/kJ ,Ve'4#.t A oKhAIC44L- Assessor'sMap/Parcel A%q via. vlTGe4EZLs WA,' 6VA4JW0- Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. S0S—ell 3 0 3-77 �4v�ccxa E: �'�v�� t1c �cr �tJC�r xat�et�6c �� l53 cats c�c, z r�04�6per" aspS4 cAkA) Acmy C, w,W4k1A64 Type of Building: Dwelling No.of Bedrooms Lot Size.��tgo,-�'�sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow '6 3® gallons per day. Calculated daily flow 41 S-7 gallons. Plan Date B'-9-A013 Number of sheets 1 Revision Date Title 18 a, p 17g:vey-s W_ t'k�j H YA eJxj I:S Size of Septic Tank 1+00a cx 4u-cll�.1 Type of S.A.S. 3 t ZA".00 4 � Description of Soil 00.4P46 5 (� �O�t Et= P4,j4-&j Nature of Repairs or Alterations(Answer when applicable) US C E"K�.S �t tJ L Oc70 C�4L-C.0 .5 tlr(c TA4&_ 13 IU Q-0 0 t 6)r- -M 3 Svc) 6a(-�� L&W-4 t vCr Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date l _ ZO 13 Application Approved by Date Z 17 - Application Disapproved fo a following reasons I Permit No. d f /V Date Issued V- (�L t 7 �, ——————————————————————————————————————-- -i I Yes I y I S •4 iw �a i� 7� No. U (C7 .. t Fee D THE COMMONWEALTH OF MASSACHUSETTS Entered in computen, Yes PUBLIC HEALTH DIVISION - TOWN O=F BARNSTABLE., MASSACHUSETTS ZIppYication for Oigpom 61, a rY Conoruction Permit Application for a Permit to Construct( )Repair(k)Upgrade( )Abandon( )a O Complete System O Individual Components Location Address or Lot No.18�_ pt ZG 4eA!5 (V,4Y Owner's Name,Address and Tel.No. Assessor's Map/Parcel ��q '�� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. SDI off-?3— O 3 7.7 dAPo-Z,, fP r= -- c a&<-xa Iut-GX.w6c Z7W, l 53 ctu�cc�ce,t�c.�= ul�srp s�f ca,��c� >zy �,y C-'. 40t04001-vk Type of Building: Dwelling No.of Bedrooms Lot Size.2'999X4±sq.ft. Garbage Grinder( ) Other Type of Building T e5t aeaJ-rt K c. No. of Persons Showers( ) Cafeteria( ) Other Fixtures 4l S Design Flow 330 gallons per day. Calculated daily flow 7 gallons. Plan Date 9-9-aI O t 3 Number of sheets Revision Date *` Title PA-a- R�t�!E25 l )A4 f HYAA11U1< Size of Septic Tank 1 �0oo 6,.4u-00.J / Type of S.A.S. 3 500 &) t [9t4 Description of Soil CyAM 6 5�n �a �O�t / .S E� P44. - ) h Nature of Repairs or Alterations(Answer when applicable) US C &-X I S T r lJ G (I p coo C!W+LJ_o 0 S elTr c TA u -W N e-ticJ D 8vk M 3 500 60, C k+&4,i gw_S to r,.j 3 `aZ 1='a-c-'T o G A Qc Q A�CG A 167 Date last inspected: Agreement: _ The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health.. Signed ' Date ( mil _ Zo 13 Application Approved by ` (1A, 42VI Date 'Application Disapproved fo he following reasons Al I Permit No. d 1 3 - ��� Date Issued �' t L/ 7 1 --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( X)Upgraded( ) Abandoned( )by C64PCt.a cDr_- ENS' �JS f,GG at 9-.1- P l-TGl-feZS L#_W`l HY 4N1V( S has been constructed in accordance with the provisions'of Title 5 and the for Disposal System Construction Permit No.20 - 7/U dated r4 Installer C.i4-!'✓wrbe �_-xpttf�3 t� Designer- _—Z )GlJ6ZE A-)G_ =�G. The issuance of this permit shall not be construed as a guarantee that I- syst i! function des�i-gne•, Date 1 t �J�l Inspector - _ ------.—.—.----- -------- r— +---—_—_ 4 J No. )O 1 - fD '.,r Fee (` THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS, 1=igpo!5a1 *pMem CCon!5truction Permit Permission is hereby granted to Construct( )Repair Upgrade( )Abandon( ) System located at P ITGr'ft`RS W At-( t4YAt A-2015; 1 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to �, •t comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date oft slrerm- Date:_._ Approved by ■■ 11i15;'2013 01 :51 5082730367 i 42595 P. 001/001 ■ ■ ■ ■ ■ a . . Town of Barnstable Regulatory Services 4 Thomas F.Geiler,Director MASS. 9". ' Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 1 I-15-I 3 Sewage Permit# of 3 —3 Assessor's Map/Parcel Installer &Designer Certification Form Designer: S C ee.cirfl�� , --Fvi Installer: cotee.u,de E,4erpccse-S Address: easy Cca0nercy l�tgbwoy� Address: i 5 3 C'© iAw__ T i:ps1 ttlarclnam. MA 02,e38 (i `f� E�f�tS. b� OaZ(� �j sob-2�3��6377 _ - On •�—(Ll 1`3 L'iq ip1 w t 9 b E&mc"kI kSQ�as issued a permit to install a (date) (installer) septic system at 1 82- Pf+o�Q��S bJay based on a design drawn by (address) '2 G EhStneecc�n5 �r/1G_ dated lad. `� 2013 (designer) V"1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as leiteral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than l 0' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required) ected and the soils were found satisfactory. to ov JOH I URN L. CURCMILLR. ''. (In ler's Signa e) ;AL 4180 esigner s Signatur/ARNST (Affix De gn Here) P ASE RETURN TOBLE PUBLIC HEAL DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BF, ISSUED UN T OTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC RVIALTH DIVISION THANK YOU. gAoffice formMosignercertification form.doc r ySubmit by,Emal HIGH GROUND-WATER LEVEL COMPUTATION Date: July 26, 2013 Site Location: 182 Pitcher's Way, Hyannis, MA Permit: Owner: Juan L. and Svetlana V. Marichal Phone: Contractor: Capewide Enterprises Phone: Notes: STEP 1 Measure depth to water table to nearest 1/10 ft. (depth is in feet below land surface) Date: 7/25/13 9.17 mm yy feet below is STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: A) Appropriate index well MIW-29 B) Water-level range zone C STEP 3 Using monthly "Current Water Resources Conditions" determine current depth to water level for index well. 06/20/13 6.46 m m/yy STEP 4 Using Table of Potential Water Level Rise for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 26) determine water-level adjustment. 1.1 STEP 5 Estimate depth to high water by subtracting the water-level adjustment (STEP 4) from 8.07 measured depth to water level at site (STEP 1). NOTE* Tables 1-9 "Potential Water-Level Rise" are attached as worksheets to this file. monthly index well data: www.capecodcommission.org/wells.html Town.of Barnstable P# Department of,Regulatory Services Public Health Division Date MASS 1639. ,� 200 Main Street,Hyannis MA 02601 A g Date Scheduled_ ArAt Mime Fee Pd. Soil Suatab .Assessment,fog- Sefi e I)asp a Performed By: {r'tGyC2 p � �(imenl e,( , 65!T GSC: Witnessed By: / o� LOCATION& GENERAL INFORMATION Location Address � Owner's Name vAt4 MAatc kA h_ Address / 'a P1'rCA-II9P_S WA4 HY NVkg' Assessor's Map/Parcel: (0 Engineer's Name v '� a✓t�4 NEW CONSTRUCTION REPAIR AC Telephone# Land Use , 2' 5,0 6-2 73 0 377 Slopes Surface Stones Distances from: Open Water Body 7/do ft Possible Wet Area 7/0o ft Drinking Water Well N IA ft Drainage Way /�� ft Property Line 7 /� ft Other ft S�TCHr :(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) C'' G } ; $:; � l�rt See- Parent material(geologic) OUkwab�n Depth to Bedrock Depth to Groundwater. Standing Water in Hole: 110 bg L Weeping from Pit Face A/ M Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: CXC 'Tedn.Wi 40 92.-401 Depth Observed standing in obs.hole: a (la In, Depth to soil mottles: Depth to weeping from side of obs,hole: ln, Groundwat r Adjusttnent �ft. Index Well# ;11 hr 29 Reading Date: 6-20-13 Index Well level C Adj,factor �- Adj,Groundwater level,,,,`(, i b�S PERCOLATION TEST mute 7-25-13 Tjma tt Aj 4 Observation Hole# Time at 9" Depth of Perc 50- 6 8 Time at 6" Start Pre-soak Time @ 1'1 Sam Time(V-6") End Pre-soak Rate Min./Inch 4 2' Site Suitability Assessment: Site Passed y�s Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the, Barnstable Conservation Division at least one (1) week prior to beginning. Q:ISEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# i + 2 Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munseli) Mottling (Structure,Stones,,Boulders. onsist_ency,%Gravel) 36.3 y A L s 10 Yr 3/1 50- 120 L G S fU 1r s/i� - Lvu�e;9�-i5%sarz�e� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munseli) Mottling (Structure,Stones,Bs. Consistency,%DEEP OBSERVATION MOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munseli) Mottling (Structure,Stones,Boulders. Con i to c Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Consistency. Flood Insurance hate MaU= Above 500 year flood boundary No- Yes .✓_ i Within 500 year boundary No Yes Within 100 year flood boundary No.:� Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Ke s If not,what is the depth of naturally occurring pervious material? _ Ceftificatlon I certify that on f0'27 p9 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and exper' a described in 10 CMR 15.017. Signature Date 7 z5�/3 Q:WEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE LOCI ,6iq= W SEWAGE # 7 ' (3 VILLAGE- ASSESSOR'S MAP& LOT n INS TALLER'S NAME&PHONE NO. s tt SEPTIC TANK CAPACITY ��� ✓�"�— \�� c7 �-` LEACHING FACILITY: (type) '��'�'� NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: 3 �i�'� '� COMPLIANCE DATE: 3 - .P� -? 7 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ----�. .�-- __-- . �--- 1 G� L G o('► 1 Z c-- � � . �� , " �-- "i '.� � �/ �' Fee No. 4 THE COMMONWEALTH OF MASSACHUSETTS in comp uter: puter: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Migpoml *pttem Con.5truction 30ermit Application for a Permit to Construct( )Repair(r/)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. \ga � rS wvi f Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 00 wirer YW Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 330 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 157E Type of S.A.S. =6 -aG L .,e ra IC— Description of Soil i= z Nature of Repairs or Alterations(Answer when applicable) o✓ /J—�G Ci'T zA Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the nvironmental Code nd not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo of Signed Date Application Approved by ate Application Disapproved for the fo owing reasons ;-1, Permit No. 9 — l.3 7 Date Issued 3— 2 S- Fee V No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipprieation for Digo0ar *pgtem Construction Permit Application for a Permit to Construct( )Repairpgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ` eaZ CiG��v r_. C4,,A_/ Owner's Name,Address andTel.No. Assessor's Map/Parcel Innstallerr''s Name,Address,and Tel.No. Designer's Name,Address and Tel.No. "A .� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building TT No. of Persons Showers( ) Cafeteria('') Other Fixtures Design Flow J gallons per day. Calculated daily flow 3 3 0 gallons. Plan Date Number of sheets Revision Date Title' Size of Septic Tank )5i-1 1,T A.. Type of S.A.S. Description of Soil 14 . S S Nature of Repairs or Alterations(Answer when applicable) CtV' A�S�\ <k nCr'7 / T—at Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue ued by this B d of Heaft { Signed t Date e3 6 �57 Application Approved by / ' Date Application Disapproved for the fo lowing reasons Permit No. Date Issued 3-' a Se THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS eprtifirate of (Compliance THIS IS TO CER that e On sit- S. )ja a Disposal System Constructed( )Repaired( )Upgraded( V Abandoned( )by ✓� �.0 at -1C M has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9?- 13Y dated Installer Designer The issuance of this permit�`shal o��e construed as a guarantee that the system , '11 function as designed. Date r - Inspector ----------------------------- — - 13ENo. / Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 'Wi5po5a[ *pgtem Construction Permit Permission is hereby granted to Construct( )Repair Upgrade( )Abandon( ) System located at I Fr), 0 -,-r C �e ��` r�. a► �- / —1 CC y4 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this 14 permit. Date: �' �� Approved by (/A,6 011 n4)1e L NOTICE: This Form is to be used for the Repair of Failed Septic Systems Only CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANSI I, S , hereby certify that the application for disposal works construction permit signed by me dated '3 r�5 -5:2 concerning the property located at 19�>-- Ada, lie:-S �ti ,1� meets all of the following criteria: • There are no wetlands within 300 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • The observed groundwater table is 14 feet or greater below the bottom of the leaching facility • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. SIGNED : DATE: LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER , I [Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. jxert �� ;. c. 1 ^ C'S f _ � G COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAI RECEIVED > DEPARTmENT OF ENVIRONMENTAL PROTECT ON t JUL U 2 2004 y David B.Mason,RS,Certified Title V Inspector,508-833-2177 TOWN OF BARNSTA13LE HEALTH DEPT. TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 182 Pitchers Way,Hyannis,MA ASSESSORSMAP NO: Owner's Name:Sherman Coppage PARCEL NO Owner's Address:Same Date of Inspection:May 20,2004 Name of Inspector:(please print)David B.Mason Company Name:—N.A. Mailing Address:4 Glacier Path East Sandwich,MA 02537 Telephone Number: 508-833-2177 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: X Passes _Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: 4s. Date: s 2a The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments: System as inspected appears to have operated based on occupancy level. Cesspool acting as septic tank should be pumped as a matter of maintenance. Increase in occupancy may cause hydraulic failure.The information as identified represents only the condition of the system on May 2,2004 at 2:00 PM. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. C: 27- zt lz t os. 1. A., :TJ T cp ca Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 182 Pitchers Way,Hyannis,MA Owner:Sherman Coppage Date of Inspection: May 20,2004 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: _ inX_ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent.System will pass inspection ifthe existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced (THIS IS REQUIRED TO BE COMPLETED) ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 7r Z; ft, -14 jL: zz 00 ' Page 3 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 182 Pitchers Way,Hyannis,MA Owner: Sherman Coppage Date of Inspection:May 20,2004 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well".Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS IX IR Al cc lv 77- %i jZ7 Page 4 of 11 PART A CERTIFICATION(continued) Property Address: 182 Pitchers Way,Hyannis,MA Owner:Sherman Coppage Date of Inspection:May 20,2004 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No _X_ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _X_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X_ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool NA_ Liquid depth in cesspool is less than 6"below invert or available volume is less than 'h day flow _X_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped _X_ Any portion of the SAS,cesspool or privy is below high ground water elevation. X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone 1 of a public well. _X Any portion of a cesspool or privy is within 50 feet of a private water supply well. —X Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] _NO_(Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone H of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. n ; 4 72Jt `. r Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 182 Pitchers Way,Hyannis,MA Owner:Sherman Coppage Date of Inspection: May 20,2004 Check if the following have been done.You must indicate`yes"or"no"as to each of the following: Yes No X , Pumping information was provided by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks? X Has the system received normal flows in the previous two week period? _ _X_ Have large volumes of water been introduced to the system recently or as part of this inspection? X _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage back up? X _ Was the site inspected for signs of break out? X _ Were all system components,excluding the SAS,located on site?(INCLUDING THE SAS) X _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffies or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? _X — Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no X Existing information.For example,a plan at the Board of Health. X_ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] r- ,)j _ _ _ `any � ,` �! � .�� � • ,. � 1 � �� Y �. �, � •,# '- .� - ,5 4 � ,. - r .... F _ } Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 182 Pitchers Way,Hyannis,MA Owner: Sherman Coppage Date of Inspection:May 20,2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):3_ Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 334gpd Number of current residents: Does residence have a garbage grinder(yes or no):NO(Not Allowed) Is laundry on a separate sewage system(yes or no):NO [if yes separate insflection required]Per owner Laundry system inspected(yes or no):NA � 01 0 Seasonal use: (yes or no):NO .� b Water meter readings,if available(last 2 years usage(gpd)): 2003; �2002;�� 1 Sump pump(yes or no):No Last date of occupancy:(current) COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): god Basis of design flow(seats/persons/sgketc.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information:Property owner Was system pumped as part of the inspection(yes or no):NO If yes,volume pumped:_,_gallons—How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM _X Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval _Other(describe): f Approximate age of all components,date installed(if known)and source of information:Tank is about 15 years old. Leaching is about 6 years old. Were sewage odors detected when arriving at the site(yes or no):NO X, c A 71 IV LZ ell -a. Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 182 Pitchers Way,Hyannis,MA Owner:Sherman Coppage Date of Inspection:May 20,2004 BUILDING SEWER(locate on site plan) Depth below grade:Approximate; 18 Inches Materials of construction:_cast iron _X_40 PVC other(explain): Distance from private water supply well or suction line_:_NA Comments(on condition of joints,venting,evidence of leakage,etc.): Appears in good condition. No evident leakage. Sewer line is pvc. SEPTIC TANK:N.A.(locate on site plan) Depth below grade: 18" Material of construction:X_concrete metal_fiberglass_polyethylene_X_other(explain)_Cesspool Block If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: Typical 1000 Gallon Tank Sludge depth: 5 inches Distance from top of sludge to bottom of outlet tee or baffle:24" Scum thickness:4" Distance from top of scum to top of outlet tee or baffle: 16" Distance from bottom of scum to bottom of outlet tee or baffle: 14" How were dimensions determined:actual measurements Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.)Requires maintenance pumping. Outlet tee in good condition. Appears to be slight plumbing leak due to continual flow. GREASE TRAP: N.A. Depth below grade:_ Material of construction: concrete metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS ,.yn "!ak t~ y� S.:f r* .'i � ti y "Y •u "• r `'T ... -. t.. .'} 1 !!1 t7 Page 8 of 1 l SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 182 Pitchers Way, Hyannis,MA Owner: Sherman Coppage Date of Inspection:May 20,2004 TIGHT or HOLDING TANK: N.A._(tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: Yes (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even with outlet pipes. One outlet pipe had a flow leveler. Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): New box installed recently. PUMP CHAMBER:_(locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) 01 Z7 'z fiv z:r CIS �7z Page 9 of 11 Property Address: 182 Pitchers Way,Hyannis,MA Owner:Sherman Coppage Date of Inspection:May 20,2004 SOIL ABSORPTION SYSTEM(SAS): X_(locate on site plan,excavation not required) If SAS not located explain why: Type _leaching pits,number: X leaching chambers,number:(4)Infiltrators _leaching galleries,number: leaching trenches,number,length: _leaching fields,number,dimensions_ _overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc).No indication of staining,no ponding or damp soil. CESSPOOLS:_NA (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY:_N.A._(locate on site plan) Materials of construction: Dimensions: Depth of solids: , Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS a r^- „ i w. .� - ... - -- `"" - � f - � � � .1. j� - _ _ �r` y S . i ^1 � i�./ .,\� iy }1 ,.,� C � � µp �..r _ ' ,'C' 4 t �� }+. L �� - �.. 'v f ,� _` �+. + .= '- i � Y 1 Page 10 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 182 Pitchers Way,Hyannis,Ma Owner. Sherman Coppage Date of Inspection:May 20,2004 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including t es to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate wher public water supply enters the building. I l l I Y OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS ;y IV ti+ wy '�♦ a w W � ' .7 1 b Page 11 of 11 PART C SYSTEM INFORMATION(continued) Property Address: 182 Pitchers Way,Hyannis,MA Owner: Sherman Coppage Date of Inspection: May 20,2004 SITE EXAM Slope Surface water Check cellar (crawl space) Shallow wells Estimated depth to ground water 20_feet Please indicate(check)all methods used to determine the high ground water elevation: X Obtained from system design plans on record-If checked,date of design plan reviewed: _X_Observed site(abutting property/observation hole within 150 feet of SAS) _X Checked with local Board of Health-explain:Recent Test Holes, Existing engineer records with BOH X Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Utilized existing site design information on file with the Board of Health. Additionally,existing site and abutting site topography does not indicate ground water to be within 5 feet of bottom of leaching facility. � / �\ \ � � \ \ � \ / ,: w x w \ \ \ � . . � / / - , \ _ : � % e - \ \ / � - } \ . - _ » � � . . _ � , � � \ \ � ^ \ � / \ \ \ / / \ \ �. � © \ \ / � , . � \ � Z � \ ) g 3 k /� - \ 3 - - \ . � \ ��/ / � \ � • A m ® � 9 . � ± / _ \ § \ \ \ \ ( 6 � ) G » k , / - -_ ~ / � \ \ ) J ! . � � , � ® ' � � � \ \\ , � - � � / \ � / / \ � \ / \ * � � � = 3 � , »� � \ \ ' \ ` � 2 / / � � � � / . � � j33 ` , / � § _ > _\ \ . � / / /� . . . . . . � � . q �&G � \ 2 \ � % / 7 - w � / � m \ i � � \ / /./ / / / � . ��� Barnstable Assessing Search Results Page 1 of 2 rM RNI. Or UA Home: Departments: Assessors Division: Property Assessment Search Results - 182 NTCH ERS WAY Owner: Property Sketch Legend COPPAGE, SHERMAN M III Map/Parcel/Parcel Extension 289 /166/ D . Mailing Address 20 FE COPPAGE, SHERMAN M III ' q '. 182 PITCHER'S WAY 11 HYANNIS, MA. 02601 Z4 W ?p 2004 Assessed Values: , Appraised Value Assessed Value Building Value: $ 113,400 $ 113,400 Extra Features: $20,700 $20,700 Outbuildings: $700 $700 Land Value: $132,000 $ 132,000 Interactive Property Map: ap requires Plug in: Totals:$266,800 $266,800 1 have visited the maps before Show Me The Maa _�-- _ April 2001 photos available - Sales History: Owner: Sale Date Book/Page: Sale Price: COPPAGE, SHERMAN M 111 4/30/1997 10726/018 $ 119,000 LOWMAN, ROBERT W&ELIZABETH 4/15/1978 2685/204 $0 2004 Tax Information: Tax Rates: (per$1,000 of valuation) Town Tax $ 1,763.55 Town Fire District Rates Other Rates 6.61 Barnstable 2.01 Land Bank 3%of Town Tax Hyannis FD Tax $541.60 C.O.M.M. 1.10 Cotuit 1.52 Land Bank Tax $52.91 Hyannis 2.03 West Barnstable 1.36 http://www.town.bamstable.ma.us/to.../displayparce103.asp?mappar=289166&SearchBy=Addres 6/1/04 J �f n r1 _ rr Z . Y h 1 , r t � t r ,"1 -- K Barnstable Assessing Search Results Page 2 of 2 Total: $2,358.06 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 0.66 Year Built 1978 Appraised Value$132,000 Living Area 1439 Assessed Value $ 132,000 Replacement Cost$126,963 Depreciation 10 Building Value 113,400 Construction Details Style Ranch Interior Floors CarpetHardwood Model Residential Interior Walls Drywall Grade Average Heat Fuel Gas Stories 1 Story Heat Type Hot Water Exterior Walls Wood ShingleVinyl Siding AC Type None Roof Structure Gable/Hip Bedrooms 3 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 2 Bathrooms Total Rooms 10 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value SHED Shed 100 $700 $700 FPL1 Fireplace 1 $2,700 $2,700 BGAR Bsmt Garage 2 $7,200 $7,200 BFA Bsmt Fin-Aver 800 $ 10,800 $ 10,800 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/to.../displayparce103.asp?tmppar=289166&SearchBy=Addres 6/l/04 • T NJ 4l + ~ L Fr Cz Li lm; Lr .r ;U se. .� No. V y�q—, Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zippficatiou for �Oigogar *pgtem Cou!5tructton 3per it Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System Individual Components Location Address or Lot No. / hix,✓ Owner's Name,Address and Tel.No. Assessor's Map/Parcel V Q 7— Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicab Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance.of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu this B and f p Signed Date Application Approved by Date Application Disapproved for the following reasons '� Permit No. ��� !'� �� Date Issued !f No. .4. ) Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: U' es q/ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 0Lppfication for �Digaal *p!`tem Cougtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System Individual Components Location Address or Lot No. j1/.Cy Owner's Name,Address and Tel.No. Assessor's Map/Parcel V R 7— Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) t Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil' Nature of Repairs or Alterations(Answer when applicably Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Ti e 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu th's B and Heal / r_/t, py Signed !� `Date . Application Approved by Date Application Disapproved for the following reasons { Permit No. a00 Date Issued 5 0 ———'=" _ ——————=—————————————————--——— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE MASSACHUSETTS f (Certificate of (Compliance � {� THIS IS TO CERTIFY, that the On-site Sewa e�'sposal System Constructed( ) Repaired ( Upgraddd( ) Abandoned( )by l � ��QGG /' � ' at �� ��TG�/e��r' h!° , N has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer ''7 Designer The issuance of this ermi shall not be construed as a guarantee tha the syste w ctio a designed. Date /� /a Inspector `No. �d 'T —————————_—t --------------Fee —" THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS 'wi!5poga[ *pgtem C4115truction Permit Permission is hereby granted to Construct( )Repair( Upgrade( )Abandon �--- � System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constructio mu t be fcompleted within three years of the ate of th s Date:_. �q1� r Approved lry r , TOWN OF BARNSTABLE LOCATION �C�h�.S SEWAGE # 9 7 - l 3 9 VILLAGE �� ASSESSOR'S MAP & LOT l INSTALLER'S NAME&PHONE NO. S SEPTIC TANK CAPACITY cy A-«� LEACHING FACILITY: (type) �'c�yG���v�.`t�`2S (size) NO.OF BEDROOMS i BUILDER OR OWNER �� PERMITDATE: 3 7 COMPLIANCE DATE: -_a.P, 91 7 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well-and Leaching Facility (If any wells exist' on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by A 'A . ® , . • 1� Ir Im _ co ,.. • FED {5 . L . _� i.n EEtcYA.,C'cw ur`.riYi Ln Postage $ 37 p Certified Fee 30 �O Cl) O p Retdm Reciept Fee (EndrI orsement Required) f 75 e a Fee co (Endorsement(Required) LOgZ� .A rl Total Postage&Fees $ �. m O Sent To II /nJ O �t[ hF''li4hY�G iL: � �� -------------- --reet Apt.No.; or PO Box No. , 1� Pi nw--- ^--------- �-- N -- —� City,State Z/P+4 �� f Oa Certified Mail Provides: (as�aney)ZppZ eunp'pp n A mailing receipt gg wi0=1 Sd n A unique identifier for your mailpiece' e A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mails or Priority Mail®. o Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and.add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". e If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. if a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 'Also complete " A.7S' h e item-4,if Restricted Delivery l;i desired: X ❑Agent ■ Print your name and address on the reverse' Z Addressee so that we can return the card to You. B. Received by(Printed Name) D of pelive ■ Attach this card to the back of the mailpiec2%`*_'`' or on the front if space permits. 14 D. Is delivery address different from iternty wyeis 1.J Article Addressed toQ If YES,enter delivery address below: ❑ No 3. Service Type 16 Certified Mail ❑ Express Mail ❑ Registered ''A'Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. M 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number q3; 1.6 8 Q ,O Q 4 5 4 5 8 f3 4 5 9: (transfer from service label) 7�: PS Form 3811,August 2001 Domestic Return"Receipt " 102595-02-M-1540 N UNITED STATES POSTAL SERVICE First-Clasg"Maiir— Postage&Fees Paid Jj$ps JPermit No. G-10 • Sender: Please print ycO kArrfe, address,.qDA2. 1P-+4 inAbis-tpx-f—, Public Health DWIS101111 Town of Barnstable 200 Main St Hyannis,Massachusetts 0260' = Certified mail: 7003 1680 0004 5458 3459 low Town of Barnstable Regulatory Services VAOWAUM g KASS Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 September 29, 2005 Leonardo R. Marichal 182 Pitchers Way Hyannis, MA 02601 NOTICE TO ABATE VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE. On September 26 2005, Health Inspector David W. Stanton, R.S. investigated a complaint regarding overcrowding at the property owned by you located at 182 Pitchers Way, Hyannis. The following violations of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage was observed: 310 CMR 15.352: Increases in Design Flow to System. Four (4) rooms were observed being utilized for sleeping purposes. This is an increase from the septic systems approved capacity at this location for Three (3) bedrooms only, permit number 97-139. This property is located within a zone of contribution to public water supply wells, and a nitrogen sensitive area. No more than three (3) bedrooms maximum are allowed at this property. You are directed to correct the violation listed above within thirty (30) days of your receipt of this notice, by eliminating one of the rooms used for sleeping purposes. It is noted that you did have a permit for the family room above the garage to be, finished. Please stop by the Health and Building Division office (200 Main Street, Hyannis) to review your options and plans for eliminating one of the rooms used for sleeping purposes. Our office hours are Monday-Friday 8:00 AM to 9:30 AM and 3:30 PM to 4:30 PM. Please give yourself some time to go over the options and not wait until the last minute of this order, or our office hours. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10) days after the date the order is served. Non-compliance will result in the issuance of a non-criminal ticket citation of $100. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER THE BOARD OF HEALTH Thomas A. McKean, CHO, RS cc: 9 Pinewood Road, W. Yarmouth Director of Public Health T. Geiler Q:\Order letters\Septic\182 Pitchers Way,Hyannis.doc I TOWN OF BARNSTABLE - LOCATION �� i�L`^avS W SEWAGE # '77 I3 VII LAGE �� `'`^'us ASSESSOR'S MAP & LOT a Sj^ I6( INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �M LEACHING FACILITY: (type) T'�` '�'�v�:t� 25 (size) NO-'OF BEDROOMS BUILDER OR OWNER PERMIIDATE: -1.1�- 7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Priyate Water Supply Well and Leaching Facility (If any wells exist Feet on<site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by ►18' �cis �, f'C - n 7� �® L N SEWAGE P RMIT - 0. VILLAGE ` INSTA LLER'S NAME & AD BUILDER OR OWNER �� if Irk C; DATE PERMIT ISSUED DATE COMPLIANCE ISSUED s �67 1 •r No......- ..... ....... �` Fims �._............... THE COMMONWEALTH OF MASSACHUSETTS BOAR F ALTH rX7 4 Allp iratiun fur BigVuua1 Workfi Tuugtrurtiun thrmit Application is hereby made for a Permit to Construct (U-<Or Repair ( ) an Individual Sewage Disposal aXt .. -1.� m . ..---- " ................ ---------------------- ...__...-----------------....... ... 0 on '4ddress t No. wn A dress �- ............................... ...... ,J•....................................................... Installer Address i0. � UType of Building Size Lot-1 d<. T®._._.____Sq. feet Dwelling—No. of Bedrooms.-_A...................................Expansion Attic Garbage Grinder Other—Type of Building ............................ No. of persons___-________-_-_.___.___---- Showers ( ) — Cafeteria ( ) Q, Other fixtures ......................... ........................................................------ ---------------------------------------------•-••---_....•-- W Design Flow...JJ-0.................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity.JDA-O.gallons Length.............•.. Width__............_:Diameter-_-._-__-__----- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.__ .____ Total leachi -area ___.__.------sq. ft...... Z Other Distribution box ( ) Dosing tank _ ~' Percolation Test Results Performed by...... Date_____ __ .`_'. ._.._.._... "4 Test Pit No. 1.__.__` _:e�.__.minutes per inch Depth of Test Pit.................... Depth to ground water........................ ,.� f%4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ W -----------•----------- Description of Soil----------- ��. -! �� �'t - - V --......_••---- Z',&Aes,-_�-•--••--•------•---...-•-•----•------••--------------••-------•-•-----------•---•-•--------•---•-•--•------•-----------•-------•----••---•-••------•-------- W V Nature of Repairs or Alterations—Answer when applicable...._........................................................................................... -----------------------------------••-----•-----•--•----•--•------------•-----•---------•----........---••--•-------------------------------------------------......................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITL% 5 of the State Sanitary Code— The undersi ned further agrees not to place the system in operation until a Certificate of Compliance has sued by the bo d f health. Sign • F -------------------•----- ................................ _ Date Application Approved B - _'i Date Application Disapproved for the following reasons:---........•--••-•-•-----•--------••---••-----•-------•----------•--•---•••-•..-------•---••----•--------------- Date PermitNo......................................................... Issued.-•-------5 79............................ Date No vo 0 THE COMMONWEALTH OF MASSACHUSETTS BOA F LTH . ..........................................OF..... VX ............................................... Appliration. for Disposal Works Tonstrartion Vautit Application is hereby made for a Permit to Construct ( or Repair an Individual Sewage Disposal at ................' � o ................................................ 4ddress t,No. . ................... ....... ..... ............ W n A dress Installer Address U Type of Building Size Lot-AAAA.2----------Sq. feet Dwelling—No. of Bedrooms...A..................................:Expansion Attic (Al) Garbage Grinder (9 PL4 Other—Type of Building ............................ No. of persons............................ Showers .. Cafeteria Other fixtures ............... . .................................................................................................... ............................... Design Flow... 0................................gallons per person per day. Total daily flow............................................gallons. 04 Septic Tank—Liquid capacity.164-O.gallons Length................ Width........___..__. Diameter________-___-__- Depth................ Disposal Trench—No. .................... Width.................... Total Length......_............. Total leaching area....................sq. ft. Seepage Pit, No-----------_------- Diameter..................... Depth below inlet .-Total-kac area..................sq. ft. Z Other Distribution box Dosing tank...... -77 Percolation Test Res Ir ---P'tyw.............................. Date_._ ..................... I S Performed by. - ---------- Test Pit No. L.ZX: minutes per inch Depth of Test Pit...........*......... Depth to.groundwater........................ Test Pit No. 2................minutes per inch Depth of Test Pit.._.........:....... Depth to ground water._____.............._.__ ----­-------- ---­-------­-­--11........ 'y . ............ 0 Description of Soil.......... . . ...... xwf..................t., . ........... U .............t, A. ----------------------- .......I---------------------------- .............................. ........................................................................................................................................................................................................ U Nature of Repairs or Alterations—Answer when applicable............ .................................................................................. ------------------------------------------------ ... ................................................. .................................;.......................................... ------------------ .... .. Agreement: The undersigned agree*s" to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T I Tj 1Z 5 of the State Sanitary Code—The unde si ned further agrees not to place the system in u 0 f L operation until a Certificate of Compliance has sued b op the b alth. S' Id.. 1r,. . . ... .. ............................... ................................ Date Application Approved By......... ......... ..................... ..... ... Date Application Disapproved for the following reasons:................................................................................................................ . ......................................................................................................................................­­.............................................................. Date PermitNo........................ w............................ Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS B08RX).,,0F HEALTH ........................................ 'i i�F... ............................................ (9rdifiratr of 9'utphatme THZj C-%TIFY, That the Individual Sewage Disposal System constructed V or Repaired by, ... ................ ......................... Installer A,. . .... . .... ....... ------­-------- .................... at ...... has been installed in accordance with the prov, 5 of h Vions TITLE The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated__...._... ? -.77.......... THE ISSUANCE OF' THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM ..WILL FUNCTION,SATISFACTORY. DATE................................................................................ Inspector.............................................. .................................... Installer TITLE THE COMMONWEALTH OF MASSACHUSETTS BOARD—OF - HEALTH ........................ ......................................... j C­ No....................... FEE.....J.V............ Permission is hereby granted....................... ............................................................................... - to Con rua or k Indiv)'d al SeNgage Dispp st I u _gil�ystem V atNo.. .. ..4, . ....4. .................. ................................ . ................... Street as shown on the application for Disposal Works Construction Peuwi�No Dated......� f-_-77......... ........................ oar d 14,a411h44 DATE---- •--- ............ .......................................... . FORM 1255 HOBBS WARREN,,INC.. PUBLISHERS t Py ..y,r'�7!=.".'--�e—j�r� 1 ". "!� r• �':s,. t, ,s. . ri..{! A / +'E Id ws irv. r '� Cwt. • 4 I + + 1, t • 'f,�r} y+4#y e .� � e 61/ k +,.r {' - r j {' c •. ! k „Pr'�;! ,yy 7, fl t � j,• +_, i ° r� � r`i '+At „ - - a S, .k jy tlp 'T.< t,p Y oj a I- I�� : •i� �",, ' r e d far Y d , ! ;� 4•' ,r-. i� 04 -�-f v� 41i 'i .. tt ' Sa 4 + r t.+ r+ I `,, ""-��• �V`til `.. ; ,,r r r. ( a. ,'° jal '� pAl /} r (`_� . trI1///�) /ll/ ! \ I + � Y.,. ����5'' "f' �• �a 3 I•} � ^', ' r' 1 ', k E � J a d't �'; •4Y,r + 'i rv� �+ _1 �' ' e ! ,� to •+ �� r r!-a `ty, Of �'�S ° ' +,+ ` �i , t .;� 4 P��, ! .: r _ l,r". , i ,°n �E,1• StC��r;3� tr,c ` , ,r ' a + 3b„°ssa I'a .°•''4 }..del - a .t"1.' _ 'T II. U.,A...,. ji"° �vT ROSE r n1JR11 It �C B k " r r til �' � iY p 4l r�J� -�'�� �" r k�� Q r �' � No. ' �� � t � t` �i .t �✓ v r� F-N E, - , „ 9F ' ��d� 'y f '�� r N�. L`E N D ,° . ��I t , ` �o� ROBERT �G '! EXIS��'ING SPOT ELEVATION ®x0�` o P. CERTIFIED PLOT PLAN '` . ,V BUNIKIS �, e EXISTING' CONTOUR -.- - 0'.„ - - No.zz> 2 0 L_ 7 F'INISH•ED, SPOT ELEVATI ONI, �Q� - 'F P� _ t..._ - *IAI;I$HED ;CONTOUR • 0' 90 G/STE — aAt.r k }' s'ONAI F� I N APPR,QVE�D � IBOAR D' +: OF HEALTH - IDA lab r.-- SCALE ,/ "_,. Cir 'DATE e.� 7 7 BATE A GENT, r c Rf®cE ENGINEERING co. N ---. — CLIENT Pol- osxl I CERTIFY THAT THE PROP03E®s . k EOISTERE REGISTERED , 0 74 BUILDING SHOWN ON THIS PLAN ,­ JOB•d' " JOB N O. .___.___ il CIVIL LAND CONFORMS TO THE ZONING LAWS ENGINEER SURVEYOR DR.BY A • •� OF BARNST 8LE , MA S y ^ . RMOUT M YA IS, A SHEET) OF �- y DATE � J REG: LAND SURVEYOR S0. YARMOUTH MASS, HYANWIS MASS. 7 ., �� � j - """ .� - �, �_ — ..,... .� w b , .� /V•07E Y 20 /�T •M//1/ �' E/7'NL'R SEPTIC 7'.� • _4�_— GR�4 - ,_ ;<- . . :�_ z ,: • ..,,_ t:. ®�, A Re MORE A.24"A9/AM ET.ER G"�NC•�'E� °COVER •_- µ •�J+�AL G ®.L= ,Q►RVt/CsI�lT 'T'0 ORAOE. .EX7"/rc'A; t k_• CONCRE'T� /try/N P/TGN t,+EAI/.yfi ST /RO/Y COI�EI�' ShI.�4LL4 L3E USE.L7 .e.•.' ELE-�.:/c Z: CO HERS - "P& F T I F/W jo ie/VEJ VA Y Z. o MIAI. COlVCRgTE CL EA/V .SA VO _- __ L/Ql//D LEVEL :•• - . . , , 'Z� ® ' 2"LAYER 4"CAST /00 T :ti hf/Al.P/TGN G.4L. a o • efi® o o e • ° " D mA� _�4 PAR /aT Sj PT/C rAA,'� D/ST. ® n • o a ® o o e ° o ' ® A q - WAS/fF0 STtJNE • BOX v a n o t e • o e • o ° a ep o< - e o � C � • eEFFECT/VE ° • s y 3�4 A- � �2•� . e pEPTJ/ m e o e ° m , WASHED STONE _ q a o e a o r • ®) . o ® • e o ° o o — PRECAST S,EEPA6E - ell/® a e� G/1 /Ii1Y6 �b EVfQT��r� .� O o ► 0 0 0 ® 0 0 1 1 D P/7 0R eQ L1/✓. /NI/EAT AT B!//LD/NG �`I O FT C 10 SEE €/A/LET. SEPTIC' TsiN/C 98..5 FT ---------- �j FT. D/A/+'I. ----�-I I• Ts18/JZ..9 T`/'O/V> OU74ET SEPT/C TANK 98.3 FT. _ /A/LET O/STR/JaUT/ON BOX '/ FT. GROUND btI�ITER TiBLE ®llTLt7D/STR/®UT/OIV SOX � '.r SECT/O/V OF FT .FEWAGIE ®/.SRO�SA L .SKS7"�NP - ,/A/LET„5'EJcpAC,E �i T �7—�_FT. _ . LEACH11V6 T TAfflJLAT/®N vimE/VS/O N A 3 FT. ` DE$YGJY CR/TER 1A SCALZ Y4 = / - p� FT. ,� . ,•{ lJMQER OF®EZROO/+�S _ D/MENS/ON C 4' FT SO/L LOG T.4L EST/MATED FLObV��' L G.4L./0�4Y SOIL TEST Ids/ SOIL TESTgft2 SD/.L TEST '(UMBER QF.SEE 6GE PITS_. ^ELEY. f—ELEY,��� �• 0/ ec pA 7 o p SOIL TEST S/DE 4E-ACHIA/G PER PIT 7 fj_SQ, FT. . T RESULTS h//TNESSED A, ' ®OTTO/N IAA c/•//Ala PER PIT P SQ. FT. Pt1fC0LPIT/0N RATE �/ !rJ//V�IINCN TOTAL Y-eACH//1'G AREA 1-6o <• Sig. FT. PWItCOLAT/ON RA-r—= 2 MIN.1/NCH RESERVE LEACNI/VG AREA_2_l'a SQ. F T_ OF M,q 4,1 I - r y ROBERT /./�✓� % - / P. i o BUNIKIS v :: I No.22162 4 A. A� a4i 4� ya LORE�4s���i �� /��APC.T���/✓�: �.. 'O GAS rE �\ _ �� v,` $8.7 -7/2 1*4A11Y ST -33 ND.14AIIV S'T. /`rSiONA r - NOG.ITOlJNO YIWA7&R ENCOUJNTEREp HYANNiS, MASS. SO Y�gRMOKlTi%MASS. . - _ JOB %vo- t> 7: S14 Z OF 2 ' ". ,_ - . _' .�-- � __ ,- •, • , �L'� . . . T.O.F. EL.= 37"0'± FINISH GRADE OVER D-BOX= 26.0'± FINISH GRADE OVER CHAMBERS = 25.6' - 27,Q' GENERAL. NOTES / PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO NE T DOUBLE WASHED STONE TO CROWN OF PIPE WITH COVER OVER OUTLET REMOVABLE WATER-TIGHT COVER OVER 4"SCHEDULE 40 PVC INSPECTION PORT w/ACCESS BOX1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE MIN SLOPE 1% 2"OF 1/8"TO 1/2" DOUBLE WASHED @ FND. EL.= 34.0'± F.G. OVER TANK EL. = 34.0'± 5" DIA. OUTLET(S) COVER TO GRADE (SEE NOTE#21) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE i ! t PLACE RISERS ON ALL DESIGN ENGINEER. TOP OF SAS = 24.83 CHAMBERS WITH PROPOSED 4" 9" MIN. 9"MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 4" - PVC SEWER PIPE 4" PVC TEE 36" MAX. 24.00' 36" MAX. ' INLET PIPES TO 6"OF SEWER PIPE j BREAKOUT EL = 24.50 SYSTEM UNLESS OTHERWISE NOTED. FINISHED GRADE 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN _ " 3"DROP MAX ��„ o 0 6 3 2"DROP MIN 3 9 7n,, @ 1% L - $�- PROVIDE WATERTIGHT o ELEVATION =24.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A r " 4" PVC IN FROM JOINTS TYP. ��p 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF *32.5'±J 14" 1 ,Q'- SEPTIC TANK 4" PVC OUT TO 0 0 0 0 0 0 0 0 0 0 oo THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE • LEACHING FACILITY o0 0 0 � �l 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN !, o00 o o u INLET AND OUTLET CONTRACTOR " CONTRACTOR SHALL ET TEE 24.40' MIN. 6' 24.23' 2' o o o (� o� 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48 VERIFY CONDITION OF l_I 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE 00[I - - - I&p oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY oo 00 o o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 5 3.5' 8 5' (TYP) I 3.5' 3.5' 4 83' 3 5' AND DESIGN ENGINEER. OUTLET DISTRIBUTION BOX T (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF TO BE INSTALLED ON A LEVEL STABLE 32.5' 28.00' ESTABLISHED ON A NAIL SET IN DECK POST AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= *16.93' 11.83' EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 22.00 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 3 - 500 GALLON H-10 CHAMBERS CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 5' MIN. 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PRO I1_,F DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE H-10 CHAMBER DETAILS BASED ON CAPE COD COMMISSION TO THE DESIGN ENGINEER. TO ANY WORK & NOTIFY ENGINEER IF DIFFEREh�T. NOT TO SCALE NOT TO SCALE "CONTRACTOR VERIFY EXISTING ELEVATION PRIOR SCALE TECHNICAL BULLETIN 92-001 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. _ _ NOT TO _ 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING • � '"''- TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. PERC NO. 14081 INSPECTOR: Donna Miorandi 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS EVALUATOR: Michael Pimentel, EIT, CSE LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. C.S.E.APPROVAL DATE: Oct. 1999 }{g DATE: July 25, 2013 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. � "T r TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. f ELEV TOP = 25.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ELEV WATER= *16.93' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). / PERC RATE _ <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN +. SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. \� o ,r"'� DEPTH OF PERC = 50"-68" MAP 289 EDGE OF WETLANDS � ZONE �. 16. PROPOSED PROJECT IS LOCATED WITHIN: \ � a �� TEXTURAL CLASS: 1 ASSESSOR'S MAP 289 PARCEL 166 XISTING DISTRIBUTION BOX TO BE ABANDONED PARCEL 35 .` ' OWNER OF RECORD: JUAN L. &SVETLANA V. MARICHAL EXISTING 1,000 GALLON SEPTIC TANK TO �" I ao D • " BE UTILIZED IN THIS DESIGN (EXISTING N$p-57'15 E n '+ + . . , ' t,( 0 25.00 ADDRESS: 182 PITCHER'S WAY LO�j U��, �� Fill HYANNIS, MA 02601 DECK TO BE MODIFIED SO AS TO PROVIDE L, 148.13 +' .CCESS TO SEPTIC TANK OUTLET COVER) �o w .!; ' * + • o . - au -38-- • FEMA FLOOD ZONE C _ 22.50' ` �� • + A30" 10 OAK Loamy Sand COMMUNITY PANEL# 250001 0008 D Ng00 5715E " \ • . + i 10Yr 3/1 22.1 T \ . • 17. DEED REFERENCE: DEED BOOK 21224, PAGE 310 125.0p y�� 6"OAK_ (A • • 34 \3 ` 36 ' '" + Loamy 10Yr 5/8 d 18. PLAN REFERENCES: 1.) PLAN BOOK 279, PAGE 100 s._ - .._._ � � � -___ MAP 289 -� `� B -- -- GAS- GAS ` j f + • 50" 20.83' ) 2. PLAN BOOK 376, PAGE 41 GAS cHinn. PARCEL 166 GAS _ /" - ••+ �+��' + PerC 3.)PLAN BOOK 235, PAGE 47 (PITCHER'S WAY LAYOUT) p/H/� INV.=32.5'± WALL _ 28,9241±S.F. m IHIV 68" 19.33' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. -- -W lHiw , C�H�w w #182 p�< �' /� APPROXIMATE LOCATION OF EXISTING • • -32--a / SAS COMPRISING FOUR INFILTRATORS ° 1� Coarse Sand �-34 EXISTING t� � � � � � ,� +� 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE.. THIS PLAN IS TO BE USED ONLY = 14"OAK Alw/ STONE PER AS-BUILT CARD) 3-BEDROOM o \� R� ( ,, - C 10Yr 50/6 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY DWELLING /�` \32 F<�� - f. _ - _ (loose; 10-15/o gravel) FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. TOF = 37.0'± -"-" --> PROPOSED 3 - 500 GALLON H-10 LEACHING U3 NO 30 1 \ CHAMBERS WITH AGGREGATE *ESHGW @ 96.8" 21. A 4"PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A y (FULL BASEM T) ` FND / 14"OAK 96.8' - - - 16.93 �\ .N _._-- � / / ` �30_ _ DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A // , LOCUS PLAN 110" Standing @ 110" 15.83' REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. m 2 - / / DECK / ` 28 ` SCALE: 1" = 1000' 120" ' / GARAGE REMOVE ALL UNSUITABLE MATERIAL 15. 0 \ r _ DOWN TO"C" SOIL& REPLACE w/CLEAN No Mottling or Weeping Observed ± �;�+ 12"OAK - --- - - COARSE SAND PER 310 CMR 2.555(3) V ' __26 DESIGN DATA i *BASED ON CAPE COD COMMISSION LEGEND PAVED `�1�0' N 6' ` W rLq TECHNICAL BULLETIN 92-001 w/ DRIVEWAY 2 q �., Np p„�jdINDEX WELL: \ / 12"OAK TP 1 = o�FSET "" "p53 WATER-LEVEL RANGE ZONE: C 50xO' EXISTING SPOT GRADE O ✓ L5X0' Cn S� 85 WATER DEPTH READING: 6.46' 259 WATER DEPTH READING DATE: 6-20-13 - 50 - ----- EXISTING CONTOUR �• 12"OAK ti \ o MAP 289 25x6 NUMBER OF BEDROOMS (DESIGN) 3 WATER-LEVEL ADJUSTEMENT: 1.10' x 24x7' PARCEL 165 DESIGN FLOW 110 GAUDAY/BEDROOM ; TEST PIT DATA 0 PROPOSED CONTOUR \ o I LAWN - 2P�; \ TOTAL DESIGN FLOW 330 GAUDAY PERC NO. 14081 50 PROPOSED SPOT GRADE 1 1 DESIGN FLOW X 200 % = 660 GAUDAY INSPECTOR: Donna Miorandi ❑/H/W - EXISTING OVERHEAD UTILITIES n N ( 24x6' PROPOSED INSPECTION PORT ma's i� USE EXISTING 1,000 GALLON SEPTIC TANK EVALUATOR: Michael Pimentel, EIT, CSE �-� 3 ' ��� 5x6' -PROPOSED DISTRIBUTION BOX i C.S.E. APPROVAL DATE: Oct. 1999 W W- EXISTING WATER LINE o G I DATE: July 25, 2013 GAS EXISTING GAS LINE 7 \ ��'�� Benchmark SWING-TIES SCALE: 1"=20' TEST PIT#: 2 Nail in Deck Post J TEST PIT LOCATION Elev. =28.00' DESCRIPTION DC-1 DC-2 INSTALL 3 - 500 GALLON LEACHING CHAMBERS + ELEV TOP= 25.00' MAP 289 Approx. M.S.L. CORNER OF STONE(1) 45.0' 32.5' ELEV WATER= *16.93' ��O \ SIDEWALL CAPACITY I E701 EXISTING 1,000 GALLON SEPTIC TANK t<` PARCEL 37 CORNER OF STONE(2) 52.5' 44.3' (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY i PERC RATE = CORNER OF STONE(3) 79.0' 56.6' (32.5' + 11.83')(2 ) (2' ) (0.74 GPD/S.F.) = 131.2 GAUDAY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE DEPTH OF PERC = ❑ PROPOSED DISTRIBUTION BOX ?�\ CORNER OF STONE(4) 74.2' 48.0' BOTTOM CAPACITY TEXTURAL CLASS: 1 2� U.P.#216/14 cwrn_ (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY (32.5'x 11.83') (0.74 GPD/S.F.) = 284.5 GAUDAY PROPOSED 500 GAL. H-10 LEACHING CHAMBER .0 0 0" 25.00' #182 � m REV. DATE BY APP'D. DESCRIPTION EXISTING O � TOTALS: Fill 3-BEDROOM = p DC-1 __._.___-__ DWELLING TOTAL NUMBER OF CHAMBERS 3 PROPOSED SEPTIC SYSTEM UPGRADE TOF - LING37.0' TOTAL LEACHING AREA 561.8 SQ.FT. 30" Loamy Sand 22.50' NO TOTAL LEACHING CAPACITY 415.7 GAL./DAY A 10Yr 3/1 PREPARED FOR: (FULL BASEM'T) i FND 34 22.17 CAPEWIDE ENTERPRISES DECK B Loamy Sand 50" 20.83' LOCATED AT GARAGE 84. SLAB=28.7'± 182 PITCHER'S WAY DC-2 0 o C Coarse 10Yr 5/6nd HYANNIS, MA 02601 SPECIAL NOTES: 7 0' (loose; 10-15%gravel) SCALE: 1 INCH = 20 FT. DATE: AUGUST 9, 2013 (A 0 10 20 40 80 FEET 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. mU 7`` p *ESHGW 96.8" � _._ - --____ � RESERVED FOR BOARD OF HEALTH USE 96.8 - - -- - 16.93' "?/ ; JOHN L. PREPARED BY: CHURCHIILJR. ,�- JC ENGINEERING INC. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED �- , Standing @ 110" VIA LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. �-(3) 110" - 15.83' �1 1807 2854 CRANBERRY HIGHWAY REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. (4 0 120" 15.00' �� �, STE EAST WAREHAM, MA 02538 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE WELLHEAD PROTECTION OVERLAY DISTRICT. SITE PLAN No Mottling or Weeping Observed 508.273.0377 SCALE: 1" =20' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2487